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    Stiffness Nonlinearities of SCP-Inserted Clay Specimens with Various Replacement Ratios in Triaxial Compression Tests

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    New search for: Baek, S.-H.
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    New search for: Meehan, Christopher L.

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    Stiffness Nonlinearities of SCP-Inserted Clay Specimens with Various Replacement Ratios in Triaxial Compression Tests

    New search for: Choo, Y.-S.
    New search for: Baek, S.-H.
    New search for: Cho, W.
    New search for: Chung, C.-K.
    New search for: Meehan, Christopher L.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Stiffness Nonlinearities of SCP-Inserted Clay Specimens with Various Replacement Ratios in Triaxial Compression Tests

    New search for: Choo, Y.-S.
    New search for: Baek, S.-H.
    New search for: Cho, W.
    New search for: Chung, C.-K.
    New search for: Meehan, Christopher L.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

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    Document information
    Title:

    Stiffness Nonlinearities of SCP-Inserted Clay Specimens with Various Replacement Ratios in Triaxial Compression Tests

    Contributors:

    Choo, Y.-S. (author) / Baek, S.-H. (author) / Cho, W. (author) / Chung, C.-K. (author) / Meehan, Christopher L.

    Conference:

    Geo-congress; 3rd, GeoCongress 2013: Stability and performance of slopes and embankments III, San Diego, California, USA, 3-7 March 2013 / ; 2013 ; San Diego, CA

    Published in:

    GeoCongress 2013: Stability and performance of slopes and embankments III, San Diego, California, USA, 3-7 March 2013 / ; 2105-2113

    GEOTECHNICAL SPECIAL PUBLICATION ; 3

    Publication date:

    2013-01-01

    Size:

    9 pages

    Remarks:

    Includes bibliographical references and index.

    ISBN:

    9781627481571

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    Embankments , Slopes (Soil mechanics) , Soil stabilization , Slope stability , Embankment stability , Stability

    © Metadata Copyright the British Library Board and other contributors. All rights reserved.

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